P8.37. Compute the vertical deflection at B and the hori- zontal deflection at C in Figure P8.37. Given: ACD = 3 in.², IAC = 160 in.4, AAC = 4 in.², and E = 29,000 kips/in.². Consider the strain energy produced by both axial and flexural deformations. A w = 4 kips/ft 9' B 18'- 60 kips hinge P8.37 C 6'- D 8'
P8.37. Compute the vertical deflection at B and the hori- zontal deflection at C in Figure P8.37. Given: ACD = 3 in.², IAC = 160 in.4, AAC = 4 in.², and E = 29,000 kips/in.². Consider the strain energy produced by both axial and flexural deformations. A w = 4 kips/ft 9' B 18'- 60 kips hinge P8.37 C 6'- D 8'
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Using Virtual work method
![=
P8.37. Compute the vertical deflection at B and the hori-
zontal deflection at C in Figure P8.37. Given: Acp = 3 in.²,
160 in.¹, AAC = 4 in.², and E 29,000 kips/in.².
LAC
=
Consider the strain energy produced by both axial and
flexural deformations.
A
L
w = 4 kips/ft
9'-
B
18'-
60 kips
hinge
P8.37
с
6'-
D
8'](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0c31935a-4721-43cc-9bc5-45074106efcc%2Fff82782d-43d4-4df1-9b6c-fcb8d65130a1%2Fm2t2zdi_processed.jpeg&w=3840&q=75)
Transcribed Image Text:=
P8.37. Compute the vertical deflection at B and the hori-
zontal deflection at C in Figure P8.37. Given: Acp = 3 in.²,
160 in.¹, AAC = 4 in.², and E 29,000 kips/in.².
LAC
=
Consider the strain energy produced by both axial and
flexural deformations.
A
L
w = 4 kips/ft
9'-
B
18'-
60 kips
hinge
P8.37
с
6'-
D
8'
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